Response simulation and seismic assessment of highway overcrossings.
Interaction of bridge structures with the adjacent embankment fills and pile foundations is generally responsible for response modification of the system to strong ground excitations, to a degree that depends on soil compliance, support conditions, and soil mass mobilized in dynamic response. This p...
| Gepubliceerd in: | Earthquake engineering & structural dynamics. 39, 9 (2010). |
|---|---|
| Hoofdauteur: | |
| Formaat: | Artikel |
| Taal: | English |
| Onderwerpen: |